Journal of the Structural Division (ASCE) - v. 102, n. 3 (mars 1976)
Publié: | mars 1976 |
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Articles dans ce numéro
Auteur(s) | Titre | Page(s) |
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Peterka, Jon A. / Cermak, Jack E. | Adverse Wind Loading Induced by Adjacent Buildings | 533-548 |
Avent, R. Richard / Bounin, Dieter / Rhee, Hee Chong | Analysis of Beam-Columns on Elastic Supports | 691-699 |
Morris, Nicholas F. | Analysis of Cable-Stiffened Space Structures | 501-513 |
Nethercot, David A. | Buckling of Welded Hybrid Steel I-Beams | 461-474 |
Gutkowski, Richard M. / Wang, Chu-Kia | Continuous Plate Analysis by Finite Panel Method | 629-643 |
Yokel, Felix Y. / Fattal, S. George | Failure Hypothesis for Masonry Shear Walls | 515-532 |
Tranberg, William / Swannell, Peter / Meek, John L. | Frame Collapse Using Tangent Stiffness | 659-675 |
Wood, Brian R. / Beaulieu, Denis / Adams, Peter F. | Further Aspects of Design by P-Δ Model | 487-500 |
Parimi, Sree R. / Lind, Niels C. | Limit States Basis for Cold-Formed Steel Design | 475-486 |
Chu, Kuang-Han / Ma, David Chia-Chiun | Nonlinear Cable and Frame Interaction | 569-589 |
Cheng, Franklin Y. / Botkin, Mark E. | Nonlinear Optimum Design of Dynamic Damped Frames | 609-627 |
Strickler, Melvin Dee / Pellerin, Roy F. | Tension Proof Loading for Southern Pine Beams | 645-657 |
Islam, Shafiqul / Park, Robert | Tests on Slab-Column Connections with Shear and Unbalanced Flexure | 549-568 |
Rosenblueth, Emilio | Towards Optimum Design Through Building Codes | 591-607 |